HomeMy WebLinkAbout3882-74—
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LINE 2
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
13+00
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LINE TABLE
LINE LENGTH
BEARING
1
57.31'
N12'51'18"E
2
103.74'
N51 *14`41 "E
3
134.51'
N23'57'20"W
ii
25.99'
1 N29'28'29"W
21.54'
87'30'51"
CHECKED BY:
DRG�"�2
14+00
cL4' ar CR1
x '
REC ORO ,PIRA W/NG P~,ARPO
101 6Y MADoLE AVO A9SCC1A7GS
�0Lr ?
WE/1/OELL C . /WgTSc/RU
RCE 36637
15+00 16+00 17+00
24
25
PROP. R/Wy TRACT � ����♦`
J" BOUNDARY: ti�\
P '
2 ' 6�4 \ \\
PROP. R/W
'p- n �.
1
PROP. 8" SEAGER �o_
`"
DWG. N 4:' 3881 \ - 53
E ,
j5g� 2 8 5
58 64
RECORD DRAWING
'
CL GALA AVENUE0
_.- _...----" .. --- ` , `•i `,
THESE RECORD DRA'AIINGS HAVE BEEN PREPARED
PART, ON THE BASIS OF INFORMATION COMrNS
D
FURNISHED BY OTHERS. THE ENGINEER WIE
RESPONSIBLE FOR ANY ERRORS OR OMISSICH LINE 2
iAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
SD CONSTRUCTION NOTES
53 INSTALL 42" RCP; D -LOAD PER PROFILE.
58 CONSTRUCT MANHOLE PIPE TO PIPE MAIN LINE 36"
OR LARGER PER APWA STD. PLAN No. 320-1.
(SEE DETAIL ON SHEET 3)
59 CONSTRUCT CONCRETE COLLAR PER APWA
STD. PLAN No. 380-3. (SEE DETAIL ON SHEET 4).
64 CONSTRUCT CONCRETE PIPE ANCHOR PER APWA STD. PLAN
No. 221-1. (SEE DETAIL ON SHEET 4).
SCONSTRUCT VELOCITY CONTROL RING (VCR) PER APWA STD. PLAN
No. 383-1; "H" PER PLAN. (SEE DETAIL ON SHEET 2)
0
N o.
LINE TABLE
LINE LENGTH
BEARING
1
57.31'
N12'51'18"E
2
103.74'
N51 *14`41 "E
3
134.51'
N23'57'20"W
4
25.99'
1 N29'28'29"W
0
CURVE TABLE
CURVE
LENGTH RADIUS
TANGENT
DELTA
1
255.28' 381.00'
132.64'
38'23'23"
2
81.88' 381.00'
41.10'
12'18' 51 "
3
34.37' 22.50'
21.54'
87'30'51"
GRAPHIC SCALE
-, RESULT THEREOF. If IN FEET
REV. REVISION DESCRIPTION DATE ENGR. DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
0 REVISE STREET NAMES 9/14 DRG ,
Z COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
RecaeO ORAW/NG
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
0
0
N
x
I inch = 40 ft
QROFESS/pal
R. ��'
r^
� No. 024725
* Exp.12/31/05 *
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qac' �F�CP� ��
\�
PLAN PREPARED BY:
CITY OF FONTANA, CALIFORNIA
VAN DELL AND ASSOCIATES, INC.
ENGINEERS ND PLANNERS
SURVEYORS
ONSITE STORM DRAIN IMPROVEMENT PLAN
DRAWN BY.
AMN
TRACT NO. 17027
INE 2
9+ TO STA 16+70.97
SCALE:
AS SHOWN
17801 CARTWRIGHT ROAD
IRVINE CA 92614 (949) 474-1400
DESIGNED BY:
EMR
DATE:
06-01-05
«,ppb gpy pF;
"" / s
_ - !.�- i �� �- ?^ t/r
CHECKED BY:
DRG�"�2
APP 8 -
®'�. .. i
DRAWING NO.:
3882
7
14
DONALD R. GORDON R.C.E. 24725 DATE
RIC RDO SANDOVAL, City Engr. R.E. 51152 DATE:
C.
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